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Multi-shaft energy dissipation self-balancing type self-resetting friction coupling beam damper
The invention discloses a multi-shaft energy dissipation self-balancing type self-resetting friction coupling beam damper which is characterized in that friction energy dissipation can be achieved when the two ends of a coupling beam generate relative shearing displacement and axial displacement, a self-resetting mechanism capable of conveniently controlling the pre-tightening force of SMA alloy wires is introduced, and the self-resetting mechanism comprises an energy dissipation structure and a self-resetting structure; the energy dissipation structure comprises a first energy dissipation structure and a second energy dissipation structure, and the self-reset structure comprises a transverse self-reset structure and a vertical self-reset structure. The coupling beam damper has an energy consumption mode of simultaneously bearing shearing force and axial force under the action of an earthquake, a self-resetting structure provided by the pre-tightening SMA wires provides self-resetting performance for a structural system, the replaceable performance is provided, and meanwhile, the repair time of a building after a disaster is shortened. The coupling beam type damper with the recoverable function has practical significance and engineering application value for development and application of the coupling beam type damper with the recoverable function.
本发明公开了一种多轴耗能自平衡式自复位摩擦连梁阻尼器,其特征在于,可针对连梁两端发生相对剪切位移及轴向位移时实现摩擦耗能,引入方便控制SMA合金丝预紧力的自复位机制,该自复位机制包括耗能构造、自复位构造,所述耗能构造包括第一耗能构造、第二耗能构造,所述自复位构造包括横向自复位构造、竖向自复位构造。本连梁阻尼器发明在地震作用下,具有同时承受剪力与轴力作用的耗能模式,其中的预紧SMA丝提供的自复位构造为结构系统提供自复位性能,提供可更换性能的同时减少了建筑在灾害后的修复时间。本发明对可恢复功能连梁式阻尼器的发展与运用具有实际意义和工程应用价值。
Multi-shaft energy dissipation self-balancing type self-resetting friction coupling beam damper
The invention discloses a multi-shaft energy dissipation self-balancing type self-resetting friction coupling beam damper which is characterized in that friction energy dissipation can be achieved when the two ends of a coupling beam generate relative shearing displacement and axial displacement, a self-resetting mechanism capable of conveniently controlling the pre-tightening force of SMA alloy wires is introduced, and the self-resetting mechanism comprises an energy dissipation structure and a self-resetting structure; the energy dissipation structure comprises a first energy dissipation structure and a second energy dissipation structure, and the self-reset structure comprises a transverse self-reset structure and a vertical self-reset structure. The coupling beam damper has an energy consumption mode of simultaneously bearing shearing force and axial force under the action of an earthquake, a self-resetting structure provided by the pre-tightening SMA wires provides self-resetting performance for a structural system, the replaceable performance is provided, and meanwhile, the repair time of a building after a disaster is shortened. The coupling beam type damper with the recoverable function has practical significance and engineering application value for development and application of the coupling beam type damper with the recoverable function.
本发明公开了一种多轴耗能自平衡式自复位摩擦连梁阻尼器,其特征在于,可针对连梁两端发生相对剪切位移及轴向位移时实现摩擦耗能,引入方便控制SMA合金丝预紧力的自复位机制,该自复位机制包括耗能构造、自复位构造,所述耗能构造包括第一耗能构造、第二耗能构造,所述自复位构造包括横向自复位构造、竖向自复位构造。本连梁阻尼器发明在地震作用下,具有同时承受剪力与轴力作用的耗能模式,其中的预紧SMA丝提供的自复位构造为结构系统提供自复位性能,提供可更换性能的同时减少了建筑在灾害后的修复时间。本发明对可恢复功能连梁式阻尼器的发展与运用具有实际意义和工程应用价值。
Multi-shaft energy dissipation self-balancing type self-resetting friction coupling beam damper
一种多轴耗能自平衡式自复位摩擦连梁阻尼器
SHU ZHAN (author) / LU ZHANGWEI (author) / SHI WENLONG (author) / LI ZHENG (author)
2024-04-12
Patent
Electronic Resource
Chinese
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